Somashekar, BR and Prathap, Gangan (1986) A Field-consistency error model for the single element test for the eight noded brick element. Technical Report. National Aeronautical Laboratory, Bangalore, India.
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Abstract
The 'field-consistency' paradigm is used to identify the13; difficulties faced by the 8-noded isoparametric brick element.The 3D - elasticity equations are degenerated into beam equations and from this, error models are derived for the original brick element and for the modified (field consistent) brick element. These are verified by carrying out experiments with the single element aspect ratio sensitivity test.
| Item Type: | Proj.Doc/Technical Report (Technical Report) |
|---|---|
| Uncontrolled Keywords: | Finite Element method;Field-consistency;Solid elements;8-Node brick element |
| Subjects: | ENGINEERING > Structural Mechanics |
| Division/Department: | Structures Division, Structures Division |
| Depositing User: | M/S ICAST NAL |
| Date Deposited: | 09 Oct 2006 |
| Last Modified: | 24 May 2010 09:51 |
| URI: | http://nal-ir.nal.res.in/id/eprint/2911 |
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